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Home My WebLink AboutSR_ERC_Report_Badminton_180917.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Project Location Map SR_ERC_Report_Badminton ENVIRONMENTAL REVIEW COMMITTEE REPORT ERC Meeting Date: September 17, 2018 Project File Number: PR18-000397 Project Name: Badminton America Renton Land Use File Number: LUA18-000572 Project Manager: Matt Herrera, Senior Planner Owner: Glen Dea, Green Pine 8, LLC, 846 Lind Ave S, Renton, WA 98055 Applicant/Contact: Paul Wu, Wu Architecture, 8817 NE 116th Pl, Kirkland, WA 98034 Project Location: 846 Lind Ave S, Renton, WA 98055 Project Summary: The applicant is requesting a Tier 2 Temporary Use Permit, Environmental (SEPA) Review, and Parking Modification for the change of use of the north portion of an existing 47,421 square foot distribution warehouse that is currently vacant to an indoor recreational facility. The indoor recreational facility would provide a membership-based badminton club with 12 playing courts and an accessory office space and pro shop within the 24,976 square foot north portion of the existing warehouse. The project site totals 1.34 acres and is located within the Medium Industrial (IM) zoning classification and Employment Area (EA) land use designation. Indoor recreational facilities are not currently permitted in the IM zone; therefore, the applicant has requested the Tier 2 Temporary Use Permit. No exterior building or site construction is proposed at this time. Proposed improvements would be to the existing building's interior. The existing asphalt parking and loading area would provide 77 parking spaces. Two existing driveways on the site with access to Lind Ave SW would remain unaltered. The applicant has requested a parking modification for a reduction in the minimum required number of parking spaces. A seismic hazard area is mapped on the project site. Exist. Bldg. Area SF: 47,421sf Site Area: 96,523sf STAFF RECOMMENDATION: Staff Recommends that the Environmental Review Committee issue a Determination of Non-Significance (DNS) City of Renton Department of Community & Economic Development Environmental Review Committee Report Badminton America Renton LUA18-000572 Report of September 17, 2018 Page 2 of 3 SR_ERC_Report_Badminton PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: Issue a DNS with a 14-day Appeal Period. B. Mitigation Measures No mitigation measures are recommended. C. Exhibits Exhibit 1: Environmental Review Committee (ERC) Report Exhibit 2: Site Plan Exhibit 3: Tenant Floor Plan Exhibit 4: Traffic Analysis Memorandum prepared by Gibson Traffic Consultants, dated June 12, 2018 Exhibit 5: Parking Analysis Memorandum prepared by Gibson Traffic Consultants, dated July 20, 2018 Exhibit 6: Advisory Notes to Applicant D. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1. Earth Impacts: A seismic hazard area is mapped on the project site. No expansion of the building footprint (Exhibits 2 and 3) is proposed and all improvements are internal and limited to the individual tenant space; therefore, the applicant was not required to submit a geotechnical report with the formal land use application. It is anticipated that the City’s currently adopted building codes would adequately mitigate for any impacts that could result from the proposed tenant improvements; therefore, no further mitigation is recommended. Mitigation Measures: None recommended. Nexus: Not applicable. 2. Transportation Impacts: A Traffic Analysis Memorandum, prepared by Gibson Traffic Consultants dated June 12, 2018 (Exhibit 4), was submitted with the land use application. The memorandum details trip generation and transportation impact fee calculations for the proposed change of use from warehouse to indoor recreation facility. The trip generation calculations are based on data collected at a badminton club located in Mukilteo, data contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual, and testimony of expected operations. The memorandum’s analysis has determined the previous warehouse use contained 43 average daily trips with five (5) of those trips occurring in the weekday PM Peak Hour. The proposed badminton club would generate 64 average daily trips with nine (9) PM peak hour trips. By City of Renton Department of Community & Economic Development Environmental Review Committee Report Badminton America Renton LUA18-000572 Report of September 17, 2018 Page 3 of 3 SR_ERC_Report_Badminton providing credit for the previous warehouse use, the net new trips resulting from the proposed badminton club would be 21 net new daily trips with four (4) PM peak hour trips. The proposal will be required to undergo the City’s Traffic Concurrency Test, which is based upon a test of the citywide Transportation Plan, consideration of growth levels included in the LOS-tested Transportation Plan, and future payment of appropriate Transportation Impact Fees. The subject property contains a surface parking area along the north and east portion of the site. Its recent use has been primarily for outdoor storage and truck loading associated with previous warehouse use. The proposed site plan identifies the surface parking area contains 77 parking spaces for the portion of the warehouse that will be used for the badminton club and 17 spaces for the remaining southern portion of the warehouse. The applicant submitted a Parking Analysis Memorandum, prepared by Gibson Traffic Consultants dated July 20, 2018 (Exhibit 5). The parking calculations from the analysis are based on data from a racquet court sport club, data from the ITE Parking Generation Manual, and testimony of expected operations. Average parking demand for the site is anticipated at 3.56 spaces per court with an 85th Percentile Demand of 4.13 spaces per court. The analysis recommends parking to accommodate the average demand of 3.56 spaces per court. The applicant proposes 12 courts within the building resulting in a parking demand of 43 spaces. The 85th Percentile parking demand would result in a parking demand of 50 spaces. The applicant has submitted a modification to reduce the minimum parking requirements for “other recreational” uses which require a minimum and maximum of 1 per occupant based upon 50% of the maximum occupant load as established by the adopted Building and Fire Codes of the City of Renton. The requested parking modification would be required to meet modification criteria and the decision would be issued with the Temporary Use Permit. Mitigation Measures: None recommended. Nexus: Not applicable. E. Comments of Reviewing Departments The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or “Advisory Notes to Applicant” (Exhibit 6)  Copies of all Review Comments are contained in the Official File and may be attached to this report. The Environmental Determination decision will become final if the decision is not appealed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Environmental Determination Appeal Process: Appeals of the environmental determination must be filed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057, on or before 5:00 p.m. on October 5, 2018. RMC 4-8-110 governs appeals to the Hearing Examiner and additional information regarding the appeal process may be obtained from the City Clerk’s Office, Renton City Hall – 7th Floor, (425) 430-6510. CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT STAFF REPORT TO THE ENVIRONMENTAL REVIEW COMMITTEE EXHIBITS Project Name: Badminton America Renton Project Number: LUA18-000572 Date of Meeting September 17, 2018 Staff Contact Matt Herrera Senior Planner Project Contact/Applicant Paul Wu, Wu Architecture 8817 NE 116th Pl, Kirkland, WA 98034 Project Location 846 Lind Ave S, Renton, WA 98055 The following exhibits are included with the ERC Report: Exhibit 1: Environmental Review Committee (ERC) Report Exhibit 2: Site Plan Exhibit 3: Tenant Floor Plan Exhibit 4: Traffic Analysis Memorandum prepared by Gibson Traffic Consultants, dated June 12, 2018 Exhibit 5: Parking Analysis Memorandum prepared by Gibson Traffic Consultants, dated July 20, 2018 Exhibit 6: Advisory Notes to Applicant LIND AVE SW ASPHALT PAVEMENT234567891011192305-9064-01192305-9100-07123456345678912ABCOFFICEOCCUPANCY: BLOCKERSOCCUPANCY: BOFFICE104OCCUPANCY: BWOMEM102OCCUPANCY: B103MEN21,900 S.F.OCCUPANCY: A-3BADMINTON COURTS105OCCUPANT LOAD: 96EEE689ABADMINTON AMERICA RENTON W U A R C H I T E C T U R E 8817 NE 116TH PLACE (425)503-2182 KIRKLAND, WA 98034-6113 FAX (425)823-7888 SITE PLANSITE PLANSCALE: 1/16" = 1'-0"& DETAILSA 1.0ENLARGED STAIRS PLANSCALE: 1/4" = 1'-0" LIND AVE SW OFFICE1234LOCKERS512 BADMINTON COURTSTRAVEL D ISTANCE : 220 FT . < 250 FT . (O .K . )21,900 S.F.OCCUPANCY: A-3BADMINTON COURTS105OCCUPANT LOAD: 96TRAVEL DISTANCE: 218 FT. < 250 FT. (O.K.)TRAVEL DISTANCE: 10 2 F T . < 2 5 0 F T . ( O . K . ) TRAVEL DISTANCE: 115 FT. < 250 FT. (O.K.)LOCKERS1,140 SFOCCUPANCY: MRETAIL101OCCUPANT LOAD: 196OCCUPANT LOAD CALCULATIONS:1140 SF/ 60 SFEXIT ACCESS TRAVEL DISTANCE: 250 FT. (IBC TABLE 1016.2)IBC TABLE 1004.1.2968 SF / 100 SF968 SF / 100 SF12 COURTS X 4NO SPECTATORS19 OCCUPANTS10 OCCUPANTS10 OCCUPANTS48 PLAYERS48 PLAYERSFULLY SPRINKLEREDEXIT WIDTH CALCULATION:MINIMUM EGRESS WIDTH = 135 X 0.2 = 27.0" (IBC 1005.3.2)EXIT DOORS PROVIDED = 2 X 36" = 72" (O.K.)FLOOR AREA CALCULATIONS:BASIC ALLOWABLE FLOOR AREA = 9,500 S.F. (OCCUPANCY A-3)IBC TABLE 601CONSTRUCTION TYPE: III-BAREA MODIFICATIONS (EQUATION 5-1):TOTAL OCCUPANT LOAD:135 OCCUPANTS(EXIT CAPACITIES NOTED ON PLAN)MEZZANINE OFFICEEXISTING BUILCING OCCUPANCIES:968 S.F.MAIN LEVEL OFFICE2,108 S.F.SURFACE PARKING (EXISTING):37 STALLS MAIN LEVEL WAREHOUSE21,900 S.F.BADMINTON COURTS (A-3)PROPOSED BUILDING OCCUPANCIES:21,900 S.F.MAIN LEVEL SUPPORT SPACES (B)968 S.F.MAIN LEVEL RETAIL (M)1,140 S.F.MEZZANINE OFFICE (B)968 S.F.24,976 S.F.TOTAL GROSS FLOOR AREA:24,976 S.F.(IBC TABLE 503)ALLOWABLE AREA PER FLOOR = 9500 + .25 (9500) + 9500 X 3 = 40,375 SF > 24,976 (EXST. FLOOR AREA)MAIN LEVEL RETAILMEZZANINE OFFICEMAIN LEVEL SUPPORTBADMINTON COURTSCOURTS WAITING AREASTOTAL GROSS FLOOR AREA:BADMINTON AMERICA RENTON W U A R C H I T E C T U R E 8817 NE 116TH PLACE (425)503-2182 KIRKLAND, WA 98034-6113 FAX (425)823-7888 COURT LAYOUTA 0.1FLOOR/EXIT PLANSCALE: 1/8" = 1'-0"& PARKING PLAN 2802 Wetmore Avenue  Suite 220  Everett, WA 98201 Tel: 425-339-8266  Fax: 425-258-2922  E-mail: info@gibsontraffic.com MEMORANDUM To: Geoff Stensland, Bellevue Badminton Club From: Brad Lincoln, PE Subject: Badminton America Traffic Analysis Date: June 12, 2018 Project #: 18-130 This traffic analysis summarizes the trip generation and traffic mitigation fee calculations for the Badminton America development. The development is proposed to convert 24,976 SF of existing building space from warehouse to a badminton club. The badminton club is proposed to have 12 courts. The building is located on the east side of Line Avenue SW, south of SW 7th Street. A site vicinity map in included in Figure 1. Figure 1: Site Vicinity SITE SW 7th St Lind Ave SW Badminton America Traffic Analysis Gibson Traffic Consultants, Inc. June 2018 info@gibsontraffic.com 2 GTC #18-130 1. TRIP GENERATION CALCULATIONS The trip generation calculations for the Badminton America development are based on data collected at a similar site in the City of Mukilteo, data contained in the Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 10th Edition (2017) and testimony of expected operations. 1.1. Proposed Badminton Use PM peak-hour data was collected by the independent count firm Traffic Data Gathering (TDG) in May 2018 at the Harbour Pointe Badminton Club in Mukilteo, Washington. The Harbour Point Badminton Club was chosen since it has the same number of courts (12) and is in a building with similar square-footage. The counts were performed between 4:00 PM and 6:00 PM on a Tuesday and a Wednesday. The count data at the existing Harbour Pointe Badminton Club is summarized in Table 1. Table 1: PM Peak-Hour Trip Generation Summary – Existing Site Day Trips Inbound % Outbound % Tuesday May 1, 2018 10 80% 20% Wednesday May 2, 2018 14 93% 7% Average 12 87% 13% The gross trip generation shown in Table 1 does not account for any pass-by trips, which are trips currently traveling on the roadways along the development’s frontage. A pass-by reduction of 25% has been applied to the trip generation for the site to determine the trips that would be required to pay mitigation fees. This pass-by rate has been capped at a realistic 25% even though some jurisdictions in the Puget Sound area identifies a pass-by rate of 54% for health club uses and GTC conducted a pass-by study in the City of Bothell which showed pass-by rates as high as 59% for health clubs. The site is located along an arterial and is between two arterials. A 25% pass-by reduction should therefore be applicable for this site. The Harbour Pointe Badminton Club generates 1 gross trip per court. The proposed development will have the same number of courts (12) and is therefore anticipated to generate 12 gross PM peak-hour trips and 9 net PM peak-hour trips after a 25% pass-by reduction. This would result in the site generating 9 net PM peak-hour trips, 8 inbound trips and 1 outbound trip. The count data is included in the attachments. The daily trip generation of the site is based on a comparison to ITE Land Use Code 490, Tennis Courts. The ratio of daily to PM peak-hour trips for ITE Land Use Code 490 is 7.2 daily trips to 1 PM peak-hour trip. The proposed Badminton Court is therefore anticipated to generate 86 gross average daily trips, which is 64 net average daily trips after a 25% pass-by reduction. The ITE data is included in the attachments. Badminton America Traffic Analysis Gibson Traffic Consultants, Inc. June 2018 info@gibsontraffic.com 3 GTC #18-130 1.2. Existing Use The badminton use will replace 24,976 SF of warehouse use. The credit for the existing warehouse use is based on ITE Land Use Code 150, Warehouse. The trip generation of the existing warehouse use is summarized in Table 2. Table 2: Trip Generation Calculations – Existing Warehouse Use 24,976 SF Warehouse Average Daily Trips PM Peak-Hour Trips Inbound Outbound Total Inbound Outbound Total Generation Rate 1.74 trips per 1,000 SF 0.19 trips per 1,000 SF Splits 50% 50% 100% 27% 72% 100% Trips 22 21 43 1 4 5 The trip generation data for ITE Land Use Code 150 is included in the attachments. 1.3. New Trip Generation The new trips that will be generated by the badminton use have been calculated by subtracting the trips generated by the existing warehouse use from the proposed badminton trips. The summary of the new trip generation is included in Table 3. Table 3: Trip Generation Calculations – New Trips Land Use Average Daily Trips PM Peak-Hour Trips Inbound Outbound Total Badminton America1 (proposed use ) 64 8 1 9 Warehouse (to be removed) -43 1 4 5 Net New Trips 21 7 -3 4 The Badminton America use is anticipated to result in the trip generation of 21 net new daily trips with 4 net new PM peak-hour trips after pass-by reductions and credit for the existing warehouse operations being removed. The development will not meet the thresholds identified in the City of Renton Policy Guidelines for Traffic Impact Analysis of New Development (200 daily trips and 20 peak-hour trips) to require a fill traffic impact analysis. 1 Includes a 25% pass-by reduction. Badminton America Traffic Analysis Gibson Traffic Consultants, Inc. June 2018 info@gibsontraffic.com 4 GTC #18-130 2. TRAFFIC IMPACT FEE CALCULATIONS The traffic impact fees or the Badminton America development are based on the estimated cost per trip end of $3,572.93 provided by City of Renton staff. The Badminton America development is anticipated to generate 4 net new PM peak-hour trips, resulting in a total traffic impact fee of $14,291.72. A Counts and ITE Trip Generation Data LOCATION:Harbour Point Badminton Club 3616 South Rd, Building D Mukilteo, WA IN OUT Drive Thru IN OUT Drive Thru 04:15 PM 0 0 5 0 0 5 04:30 PM 0 0 3 0 0 1 04:45 PM 0 0 4 0 0 7 05:00 PM 1 0 0 0 0 0 05:15 PM 1 1 0 3 0 0 05:30 PM 2 0 1 1 1 0 05:45 PM 2 0 0 2 0 2 06:00 PM 3 1 0 7 0 0 Note: Badminton Club opens at 5:00 PM TIME ENDING AT Tue. 5/1/2018 REDUCTION SHEET Wed. 5/2/2018 NOTE: The "Drive Thru" trips are associated with the surrounding industrial uses and not the Harbour Pointe Badminton Club. A - 1 Location: Harbour Point Badminton Club Date: 5/1/2018 Date: 5/2/2018 Time Ending Inbound Outbound Total Time Ending Inbound Outbound Total 4:15 PM 0 0 4:15 PM 0 0 4:30 PM 0 0 4:30 PM 0 0 4:45 PM 0 0 4:45 PM 0 0 5:00 PM 1 0 1 5:00 PM 0 0 0 5:15 PM 1 1 3 5:15 PM 3 0 3 5:30 PM 2 0 5 5:30 PM 1 1 5 5:45 PM 2 0 7 5:45 PM 2 0 7 6:00 PM 3 1 10 6:00 PM 7 0 14 Peak‐Hour Inbound Outbound Total Peak‐Hour Inbound Outbound Total 5:00 ‐ 6:00 8 2 10 5:00 ‐ 6:00 13 1 14 80% 20% 93% 7% Average Inbound Outbound Total 10 2 12 87% 13% Variable Size Rate Courts 12 1.00 ITE LUC 490 ADT 30.32 Tennis Courts PM 4.21 Conversion 7.2 A - 2 A - 3 A - 4 A - 5 A - 6 Badminton AmericaGTC #18-130Trip Generation for: Weekday(a.k.a.): Average Weekday Daily Trips (AWDT)NET EXTERNAL TRIPS BY TYPEIN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTSGross TripsInternalCrossoverTOTAL PASS-BYDIVERTED LINKNEW PASS-BYDIVERTED LINKNEWLAND USES VARIABLEITE LU codeTripRate%IN%OUTIn+Out(Total)% ofGrossTripsTripsIn+Out(Total)In+Out(Total)% ofExt.TripsIn+Out(Total)% ofExt.TripsIn+Out(Total)In+Out(Total)In Out In Out In OutBadminton Club12 Courts Stdy 7.20 50%50% 860%08625%220%0641111003232Warehouse (removed)-23.000 KSF 150 1.74 50%50% -400%0-400%00%0 -40 0 0 0 0 -20 -20Totals460 46220 24 11 11 0 0 12 12 A - 7 Badminton AmericaGTC #18-130Trip Generation for: Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 4 and 6 PM(a.k.a.): Weekday PM Peak HourNET EXTERNAL TRIPS BY TYPEIN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTSGross TripsInternalCrossoverTOTAL PASS-BYDIVERTED LINKNEW PASS-BYDIVERTED LINKNEWLAND USES VARIABLEITE LU codeTripRate%IN%OUTIn+Out(Total)% ofGrossTripsTripsIn+Out(Total)In+Out(Total)% ofExt.TripsIn+Out(Total)% ofExt.TripsIn+Out(Total)In+Out(Total)In Out In Out In OutBadminton Club12 Courts Stdy1.00 92%8% 12 0% 0 12 25% 3 0% 0 9 3 0 0 0 8 1Warehouse (removed)-23.000 KSF 1500.19 27%73% -4 0% 0 -4 0% 0 0% 0 -4 0 0 0 0 -1 -3Totals80830530007-2A - 8 2802 Wetmore Avenue  Suite 220  Everett, WA 98201 Tel: 425-339-8266  Fax: 425-258-2922  E-mail: info@gibsontraffic.com MEMORANDUM To: Geoff Stensland, Bellevue Badminton Club From: Brad Lincoln, PE Subject: Badminton America Parking Analysis Date: July 20, 2018 Project #: 18-130 This traffic analysis summarizes the parking generation for the Badminton America development. The development is proposed to convert 24,976 SF of existing building space from warehouse to a badminton club. The badminton club is proposed to have 12 courts. The building is located on the east side of Line Avenue SW, south of SW 7th Street. A site vicinity map in included in Figure 1. Figure 1: Site Vicinity SITE SW 7th St Lind Ave SW Badminton America Traffic Analysis Gibson Traffic Consultants, Inc. July 2018 info@gibsontraffic.com 2 GTC #18-130 1. PARKING GENERATION CALCULATIONS The parking generation calculations for the Badminton America development are based on data collected at a similar racquet sport sites, data contained in the latest Institute of Transportation Engineers’ (ITE) Parking Generation, 4th Edition and testimony of expected operations. 1.1. Proposed Badminton Use Badminton activity consist of either singles or doubles, meaning up to 4 people maximum on a court at the same time. This is similar to a tennis court. Additionally, a foursome will typically include 2 to 3 of the players carpooling since friends and/or family typically play together. Adult lessons are typically individual lessons. Youth lessons are group lessons, but parents typically drop-off the youth before the lesson and pick-up the youth after the lesson. Badminton America uses a parking calculation of 3 spaces per court to accommodate maximum parking demand at its various locations. 1.2. New Parking Generation The parking demand that will be generated by the badminton use has been calculated based on the number of courts. The parking generation data for ITE Land Use Code (LUC) 490, Tennis Courts, and ITE Land Use Code (LUC) 491, Racquet/Tennis Club, has been used in the parking calculations. It is important to data for ITE LUC 491 (Racquet/Tennis Club) included ancillary facilities such as swimming pool, sauna, weight rooms, snack bar, etc. The data for ITE LUC 491 is therefore likely to be more conducive to longer stays and multiple activities; unlike ITE LUC 490 (Tennis Courts) that has greater similarities to the single primary use at the proposed badminton facility. ITE data for weekday and weekend periods is summarized in Table 1. Table 1: ITE Parking Data Summary Period Average Parking Demand 85th Percentile Parking Demand Saturday LUC 490 (Tennis Courts) 2.50 per court 3.16 per court Weekday LUC 491 (Racquet/Tennis Club) 3.56 per court 4.13 per court Saturday LUC 491 (Racquet/Tennis Club) 2.0 per court 2.0 per court The ITE Parking Generation data is included in the attachments. 2. CONCLUSION GTC recommends a parking demand of 3.56 per court to accommodate the maximum anticipated parking demand based on existing ITE data for similar sites and the testimony experience at the Mukilteo and Bellevue club. The Badminton America use is anticipated to result in the maximum parking demand of 43 spaces for the 12 courts. A ITE Parking Generation Data A - 1 A - 2 A - 3 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 2 LUA18-000572 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use action. Planning: (Contact: Matt Herrera, 425-430-6593, mherrera@rentonwa.gov) 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o’clock (7:00) a.m. and eight o’clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o’clock (9:00) a.m. and eight o’clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division’s approval of this work is required prior to final inspection and approval of the permit. 4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre is being cleared. 5. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any wa y within the area defined by the drip line of any tree to be retained. 6. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of ret ained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, “NO TRESPASSING – Protected Trees” or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 7. This permit is shall comply with the Bald and Golden Eagle Protection Act. The permitted is responsible for adhering to the U.S. Fish and Wildlife Service National Bald Eagle Management Guidelines (2007) and /or your U.S. Fish and Wildlife Service permit. Fire Authority: (Contact: Corey Thomas, 425-430-7024, cthomas@rentonwa.gov) 1. The fire impact fees are applicable at the rate of $2.36 per square foot of Leisure Facilities. Credit for the warehouse space is given at $0.15 per square foot. Fees are paid at time of building permit issuance. 2. Approved fire sprinkler and fire alarm systems are required throughout the building. Existing fire sprinkler system shall be modified to satisfy any tenant improvements. A new fire alarm system is required throughout the entire tenant space. The fire alarm system must be ful ly addressable and full detection is required. Separate plans and permits required by the fire department. ADVISORY NOTES TO APPLICANT Page 2 of 2 LUA18-000572 3. Fire department apparatus access roadways are required within 150 -feet of all points on the buildings. Fire access roads are required to be a minimum of 20-feet unobstructed width with turning radius of 25-feet inside and 45-feet outside minimum. Fire lane signage required for the onsite roadways. Roadways shall support a minimum of a 30-ton vehicle and 75-psi point loading. Any changes to the parking lot shall not impede fire apparatus access. 4. An annual Place of Assembly permit is required. 5. Proper emergency and exit lighting is required throughout the building as it does not meet code now. 6. Revisions in the parking area shall maintain all required f ire lanes. 7. Fire extinguishers must be provided and installed per NFPA 10 guidelines throughout the entire building. 8. All exit doors shall have panic hardware and shall swing in the direction of egress travel. Building: (Contact: Craig Burnell, 425-430-7290, cburnell@rentonwa.gov) 1. Recommendations of the geotechnical report must be followed as a condition of building permits.